Relevant bibliographies by topics / Strength and deformation

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Strength and deformation'

Author: Grafiati
Published: 4 June 2021
Last updated: 15 February 2022

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Journal articles on the topic "Strength and deformation"

1

Elmenshawi, Abdelsamie, Tom Brown, and Robert Loov. "Behaviour of flexural plastic hinges under high seismic shear with consideration of concrete strength." Canadian Journal of Civil Engineering 36, no. 11 (2009): 1711–21. http://dx.doi.org/10.1139/l09-099.

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A successful seismic design for a reinforced concrete element is one that can postpone the shear failure until the required ductility and deformation capacity are obtained. After flexural yielding, shear deformations are the main causes for strength and stiffness degradation. An experimental program was carried out to explore the shear behaviour of flexural plastic hinges of elements constructed with different concrete strengths (30–175 MPa) tested under load reversals. The specimen represented a beam–column assembly and was designed to have the inelastic deformation at the beam end only. The
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Yasniy, P., and S. Gomon. "Timber with improved strength and deformable properties." Scientific journal of the Ternopil national technical university 99, no. 3 (2020): 17–27. http://dx.doi.org/10.33108/visnyk_tntu2020.03.017.

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The technique of experimental researches of solid timber modified by «SILOR» by surface and deep processing is given. Complete diagrams of deformation of unixial compression of deciduous and coniferous species of solid timber modified with «SILOR» under by surface and depth modification on modern test machine STM-100 are constructed. The initial module of elasticity and the secant module of deformation for such elements are determined. The influence of «SILOR» on the main strength and deformable properties of different timber species (maximum stresses, ultimate deformations, initial modulus of
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Barchukova, Tetіana. "Work piles - columns with soil under constant influence of vertical and cyclically approximated horizontal loads." ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering 2, no. 51 (2018): 19–23. http://dx.doi.org/10.26906/znp.2018.51.1283.

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The article describes an experimental study aimed at identifying common patterns of joint work of piles - columns with soil with vertical and cyclically applied horizontal loads. The study examines the deformation processes occurring in the soil. At any pressure value, soil deformations can be divided into two groups, which are restored (elastic) and residual. When the pressure is less than the structural strength, elastic deformations appear. With a pressure of greater structural strength, elastic and residual deformations appear. Elastic deformations appear throughout the depth, residual def
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Кulik, Т. І., O. P. Burmistenkov, and B. М. Zlotenko. "Strength and deformation of polymer pieces at the light industry." Odes’kyi Politechnichnyi Universytet. Pratsi, no. 2 (June 15, 2015): 62–68. http://dx.doi.org/10.15276/opu.2.46.2015.12.

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Cui, Ya, Zhi Min Zhang, Jian Min Yu, and Qiang Wang. "Research on Multiple Plastic Deformations of Ultra-High Strength Aluminium Alloy." Advanced Materials Research 652-654 (January 2013): 1132–37. http://dx.doi.org/10.4028/www.scientific.net/amr.652-654.1132.

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Research on multipass plastic deformation of 7A04 ultra-high strength aluminium alloy by isothermal compression experiments on the 6300KN extrusion press. Experiment results show that elongation reaches its maximal value 9.25% after the first deformation. It is obvious that fibrous tissues appeared along the metal flow direction in the deformed 7A04 ultra-high aluminium alloy, with heterogeneous distribution of precipitated η (MgZn2) phase in the matrix, which results in lower strength (Rm=335MPa, Re=212.5MPa). As the times of deformation increases, precipitated phases grow gradually and the p
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Larionov, Evgeniy A., Vladimir I. Rimshin, and Tatyana V. Zhdanova. "Principle of the overlay deformations in the theory of creep." Structural Mechanics of Engineering Constructions and Buildings 15, no. 6 (2019): 483–96. http://dx.doi.org/10.22363/1815-5235-2019-15-6-483-496.

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The aim of the research is to justify in the non-linear statement the overlay principle of fraction creep deformation, known in the linear creep theory as Bolzmann’s principle of superposition. Methods. In contrast to the traditional approach the material of constructive elements is considered as an union of its links with statistical disturbed strength. The model of structural strength allows the deduction of rheological equations. In loading process so called structural stresses of capable to resist links are considered. Results. The modification Bolzmann’s principle of superposition for fra
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Kavathekar, Sandeep, Vijay Hiwarkar, Vinayak Pawar, and Rajkumar Singh. "Effect of Hot Deformation on Impact Toughness of High Strength Steel." International Journal of Materials, Mechanics and Manufacturing 8, no. 1 (2020): 22–26. http://dx.doi.org/10.18178/ijmmm.2020.8.1.478.

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Lee, Swoo-Heon, Kyung-Jae Shin, So-Yeong Kim, and Hee-Du Lee. "Numerical Study on the Deformation Behavior of Longitudinal Plate-to-High-Strength Circular Hollow-Section X-Joints under Axial Load." Applied Sciences 9, no. 19 (2019): 3999. http://dx.doi.org/10.3390/app9193999.

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This study aims to investigate the joint strength of longitudinal plate-to-high-strength steel circular hollow-section X-type joints under plate axial load. The material properties of high-strength steel with nominal yield strengths of 460, 650, 900, and 1100 MPa were used for parametric analysis. The variables for analysis were ratios of chord diameter to thickness, plate width to chord diameter, and utilization. To determine the capacity of connections, the joint strengths using a deformation limit and a strength limit were considered and compared with American Institute of Steel Constructio
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SELYAEV, V. P., L. I. KUPRIYASHKINA, E. L. KECHUTKINA, N. N. KISELEV, and O. V. LIYASKIN. "Mechanical Characteristics of Vacuum Thermal Insulation Panels: Deformation Diagrams, Strength, Deformation Modules." Stroitel'nye Materialy 785, no. 10 (2020): 44–51. http://dx.doi.org/10.31659/0585-430x-2020-785-10-44-51.

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The results of studying the mechanical properties of vacuum insulation panels are presented. The compressive strength and deformation modules (elastic and secant) under compression and shear are determined. The dependence of the mechanical characteristics of vacuum insulation panels (VIP) on the type and quantitative ratio of fillers is shown. It is established that the diagram of deformation of the VIP under compression can be described by an analytical function. Experimental studies of the properties of VIP have established that the deformation diagram of VIP has the form characteristic for
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KODAMA, Jun-ichi, Tatsuhiko GOTO, and Yoshiaki FUJII. "Strength and Deformation of Frozen Rocks." Journal of MMIJ 124, no. 12 (2008): 733–40. http://dx.doi.org/10.2473/journalofmmij.124.733.

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Dissertations / Theses on the topic "Strength and deformation"

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P'ng, M. Y. "Strength and deformation of coherently strained superlattices." Thesis, Queen Mary, University of London, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.413463.

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Khan, Md Mahbubul A. "Strength-deformation behaviour of a weathered clay crust." Thesis, University of Ottawa (Canada), 1993. http://hdl.handle.net/10393/6929.

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The purpose of this research was to study the strength-deformation behaviour of a weathered clay crust in the Ottawa region. This study includes an extensive experimental programme, covering both field and laboratory tests. The field testing methods used were the field vane, the dilatometer, the piezocone, and the self-boring pressuremeter. Triaxial shear and consolidation tests were conducted in the laboratory testing programme. Conventional triaxial tests, in both compression and extension, and non-conventional stress-path tests covering various stress-paths in the triaxial space, were perfo
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Hallett, Joseph F. "Multiaxial strength and fatigue of rubber compounds." Thesis, Loughborough University, 1997. https://dspace.lboro.ac.uk/2134/6759.

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Despite real applications having complex triaxial loading, current physical test methods to predict component behaviour are mainly uniaxial. But previous work has indicated that there may be substantial differences between the rubber's uniaxial and biaxial behaviour and hence through incompressibility, its triaxial properties. In order to quantify these differences equipment was developed to assess the biaxial performance of selected rubber compounds using inflated circular diaphragms. Although allowing higher extensions than stretching a sheet in its own plane, such tests do not allow stress
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Juchnevičius, Žilvinas. "Deformation and strength of a cyclically bent threaded connection." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2012. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2012~D_20120206_165453-81433.

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Industry equipment such as pressure vessels, mining equipment, heat exchang-ers, steam generators and other structures are provided with bolted closures for the purpose of in-service inspection and maintenance of internal components. Threaded connections often experience variable cyclic loads due to temperature, inner pressure and variation in the deformation of connection fittings. Often, studs and screws are not only affected by an axial load, but also by bending moments. More sophisticated high-cycle and low-cycle durability calculation meth-odologies have been already developed for thread
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Duffy, L. B. "Superplastic deformation of high strength titanium alloy, IMI 550." Thesis, University of Manchester, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.356708.

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Young, Gretchen Anne. "The strength deformation properties of Smith Bay arctic silts." Thesis, Massachusetts Institute of Technology, 1986. http://hdl.handle.net/1721.1/15097.

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Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1986.<br>MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.<br>Bibliography: leaves 252-265.<br>by Gretchen Anne Young.<br>M.S.
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Liao, Dongyi 1975. "Atomistic simulation of strength and deformation of ceramic materials." Thesis, Massachusetts Institute of Technology, 2001. http://hdl.handle.net/1721.1/30003.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Nuclear Engineering, 2001.<br>Includes bibliographical references (p. 203-216).<br>This thesis is a study of atomistic measures of strength and deformation of ceramic materials, utilizing molecular dynamics (MD) simulation that incorporates newly developed theoretical models and computational algorithms to probe the microstructural effects in crystalline, amorphous, and nanocrystalline media. Specific issues of a materials property or mechanics of materials nature are addressed in the context of characterizing the limits to stren
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Roko, Raoul Olatounbossoun. "Roughness influence on strength and deformation behavior of rock discontinuities." Diss., The University of Arizona, 1990. http://hdl.handle.net/10150/185322.

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The influence of discontinuity roughness on the shear strength and deformation behavior of rock joint is analyzed. The study is divided into three parts: laboratory direct shear test on rock samples having different roughness characteristics, characterization of roughness profiles using variogram and probability density distribution and the application of dynamical systems theory to analyze the stability condition of the sliding motion. The relative motion along the rough joint is erratic particularly at a low normal load. A steady motion develops as the normal load increases. The kinematics o
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Bekhet, Noaman El-Sayed Mohamed. "The biaxial strength and deformation characteristics of highly-oriented polymers." Thesis, University of Leeds, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.329783.

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Sabnis, Anup Kedar. "Impact of moisture variation on strength and deformation of clays." To access this resource online via ProQuest Dissertations and Theses @ UTEP, 2008. http://0-proquest.umi.com.lib.utep.edu/login?COPT=REJTPTU0YmImSU5UPTAmVkVSPTI=&clientId=2515.

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Books on the topic "Strength and deformation"

1

Sidebotham, C. Strength and deformation of composite filament wound tubes. UMIST, 1997.

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Donaghe, Robert T. Strength and deformation properties of earth-rock mixtures. Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1985.

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3

International Symposium on Pre-Failure Deformation Characteristics of Geomaterials (1994 Sapporo, Japan). Pre-failure deformation of geomaterials: Proceedings of the International Symposium on Pre-Failure Deformation Characteristics of Geomaterials, Sapporo, Japan 12-14 September 1994. A.A. Balkema, 1994.

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Hervé, Di Benedetto, ed. Deformation characteristics of geomaterials: Proceedings of the Third International Symposium on Deformation Characteristics of Geomaterials : IS Lyon 2003 : 22-24 September 2003, Lyon, France. A.A. Balkema, 2003.

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International Symposium on Deformation Characteristics of Geomaterials (5th 2011 Seoul, Korea). Deformation characteristics of geomaterials: Proceedings of the fifth International Symposium on Deformation Characteristics of Geomaterials, IS-Seoul 2011, 1-3 September 2011, Seoul, Korea. Ios Press, 2011.

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Byle, Kenneth Arlan. Time-dependent deformation behavior of prestressed high performance concrete bridge beams. Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1998.

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International Symposium on Pre-Failure Deformation Characteristics of Geomaterials (2nd 1999 Torino, Italy). Pre-failure deformation characteristics of geomaterials: Proceedings of the Second International Symposium on Pre-Failure Deformation Characteristics of Geomaterials : Torino 99 : Torino, Italy 28-30 September, 1999. Edited by Jamiolkowski M. B, Lancellotta Renato, Lo Presti D, International Society of Soil Mechanics and Geotechnical Engineering., and Associazione geotecnica italiana. A.A. Balkema, 1999.

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Hearn, E. J. Mechanics of materials: An introduction to the mechanics of elastic and plastic deformation of solids and structural components. 2nd ed. Pergamon Press, 1985.

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Hearn, E. J. Mechanics of materials: An introduction to the mechanics of elastic and plastic deformation of solids and structural components. 3rd ed. Butterworth-Heinemann, 1997.

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Mechanics of materials: An introduction to the mechanics of elastic and plastic deformation of solids and structural materials. 3rd ed. Butterworth-Heinemann, 1997.

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Book chapters on the topic "Strength and deformation"

1

Weidner, Anja. "Advanced High-Strength Steels." In Deformation Processes in TRIP/TWIP Steels. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-37149-4_4.

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Van Swygenhoven, H., P. M. Derlet, and A. Hasnaoui. "Atomistic Modeling of Strength of Nanocrystalline Metals." In Nanomaterials by Severe Plastic Deformation. Wiley-VCH Verlag GmbH & Co. KGaA, 2005. http://dx.doi.org/10.1002/3527602461.ch11a.

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Ludema, Kenneth C., and Oyelayo O. Ajayi. "Strength and Deformation Properties of Solids." In Friction, Wear, Lubrication. CRC Press, 2018. http://dx.doi.org/10.1201/9780429444715-2.

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Guessab, B., and S. Turgeman. "Generalized Yield Strength Criteria for Bar Structures." In Anisotropy and Localization of Plastic Deformation. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3644-0_142.

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Mott, Robert L., and Joseph A. Untener. "Direct Stress, Deformation, and Design." In Applied Strength of Materials, Sixth Edition SI Units Version. CRC Press, 2017. http://dx.doi.org/10.1201/9781315153056-3.

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Zhao, Yang, and Ronaldo I. Borja. "Deformation and Strength of Transversely Isotropic Rocks." In Desiderata Geotechnica. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-14987-1_28.

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Hansen, Niels, Xiaoxu Huang, and Darcy A. Hughes. "High Strain Monotonic Deformation-Structure and Strength." In Ultrafine Grained Materials II. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118804537.ch1.

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Gupta, V., and A. S. Argon. "Measurement of Strength of Thin Film Interfaces by Laser Spallation Experiment." In Inelastic Deformation of Composite Materials. Springer New York, 1991. http://dx.doi.org/10.1007/978-1-4613-9109-8_3.

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Popov, A. A. "Ways to Improve Strength of Titanium Alloys by Means of Severe Plastic Deformation." In Nanomaterials by Severe Plastic Deformation. Wiley-VCH Verlag GmbH & Co. KGaA, 2005. http://dx.doi.org/10.1002/3527602461.ch15e.

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Balashev, Ivan, Mariel Penev, Ivan Stoyanov, and Radoslav Balashev. "Strength and Deformation Calculation of Flat O-Springs." In Lecture Notes in Networks and Systems. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-90893-9_9.

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Conference papers on the topic "Strength and deformation"

1

Ündül, Ö., N. Aysal, B. ÇobanoȈglu, F. Amann, and M. Perras. "Strength, deformation and cracking characteristics of limestones." In The 2016 Isrm International Symposium, Eurock 2016. CRC Press, 2016. http://dx.doi.org/10.1201/9781315388502-30.

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Zhao, G. F., and J. Zhao. "Microscopic Numerical Modelling of the Dynamic Strength of Brittle Rock." In 9th International Conference On Analysis of Discontinues Deformation: New Developments and Applications. Research Publishing Services, 2009. http://dx.doi.org/10.3850/9789810844554-0135.

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Zvorykin, Alexander, Roman Popov, Mykola Bobyr, and Igor Pioro. "Low-Cycle Strength of Elements of Constructions." In 2018 26th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/icone26-81860.

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Analysis of engineering approach to the operational life forecasting for constructional elements with respect to the low-cycle fatigue is carried out. Applicability limits for a hypothesis on existence of generalized cyclic-deforming diagram in case of complex low-cycle loading (deforming) are shown. It is determined, that under condition of plane-stress state and piecewise-broken trajectories of cycle loading with stresses and deformation checking the cyclic deforming diagram is united in limits of deformations, which are not exceeded 10 values of deformation corresponding material yield poin
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Kulatilake, P. H. S. W. "Tensorial Approach to Rock Mass Strength and Deformability in Three Dimensions." In 9th International Conference On Analysis of Discontinues Deformation: New Developments and Applications. Research Publishing Services, 2009. http://dx.doi.org/10.3850/9789810844554-keynote-kulatilake.

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Pinar, A. "Frictional Strength of Faults: Evidence for Post Seismic Deformation." In 10th Congress of the Balkan Geophysical Society. European Association of Geoscientists & Engineers, 2019. http://dx.doi.org/10.3997/2214-4609.201902651.

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Munz, Dietrich, Theo Fett, Stefan Mueller, and Gerhard Thun. "Deformation and strength behavior of a soft PZT ceramic." In 5th Annual International Symposium on Smart Structures and Materials, edited by Vasundara V. Varadan. SPIE, 1998. http://dx.doi.org/10.1117/12.316289.

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Arteaga, D. Peña, E. Khan, P. Ring, et al. "Evolution of the Low-lying E1 Strength With Deformation." In NUCLEAR STRUCTURE AND DYNAMICS ’09: Proceedings of the International Conference. AIP, 2009. http://dx.doi.org/10.1063/1.3232062.

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Caichu, Xia, Xu Chongbang, and Zhao Xu. "Application of Strength Reduction DDA Method in Stability Analysis of Road Tunnels." In 9th International Conference On Analysis of Discontinues Deformation: New Developments and Applications. Research Publishing Services, 2009. http://dx.doi.org/10.3850/9789810844554-0098.

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Ma, M. T., D. G. Kim, G. Y. Wang, and G. Liu. "The Influence of Pre-compression Deformation on Tension Property of DP590." In 4th International Conference on Advanced High Strength Steel and Press Hardening (ICHSU2018). WORLD SCIENTIFIC, 2018. http://dx.doi.org/10.1142/9789813277984_0025.

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Chen, C., L. Zhang, and D. Chang. "Changes in soil deformation and shear strength by internal erosion." In The 8th International Conference on Scour and Erosion. CRC Press, 2016. http://dx.doi.org/10.1201/9781315375045-122.

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Reports on the topic "Strength and deformation"

1

Gupta, Yogendra M. Material Strength and Inelastic Deformation Mechanisms in Shocked Ceramics. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada391652.

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Lund, T. Microstructure-strength relationship of a deformation processed aluminum-titanium composite. Office of Scientific and Technical Information (OSTI), 1998. http://dx.doi.org/10.2172/658375.

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Xu, Kai. Microstructure-Strength Relationship of a Deformation-Processed Aluminum-Magnesium Composite. Office of Scientific and Technical Information (OSTI), 2000. http://dx.doi.org/10.2172/764682.

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Kumar, K. S. Microstructural Evolution during the Dynamic Deformation of High Strength Navy Steels. Defense Technical Information Center, 2008. http://dx.doi.org/10.21236/ada481827.

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Vural, Murat. Investigation of the Thermomechanical Coupling Strength in High-Rate Plastic Deformation Processes. Defense Technical Information Center, 2010. http://dx.doi.org/10.21236/ada533327.

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David Matlock and John Speer. TRP 9904 - Constitutive Behavior of High Strength Multiphase Sheel Steel Under High Strain Rate Deformation. Office of Scientific and Technical Information (OSTI), 2005. http://dx.doi.org/10.2172/841358.

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Dauskardt, Reinhold H. Fundamental Mechanisms of Deformation and Fracture in High-Strength Bulk Metallic Glass Alloys and Their Composites. Defense Technical Information Center, 2001. http://dx.doi.org/10.21236/ada387914.

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Durham, W. The Deformation-DIA: A Novel Apparatus for Measuring the Strength of Materials at High Strain to Pressures at Elevated Temperature. Office of Scientific and Technical Information (OSTI), 2004. http://dx.doi.org/10.2172/893564.

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Yip, Sidney. High Temperature Strengths and Deformation of Ceramics. Defense Technical Information Center, 2003. http://dx.doi.org/10.21236/ada420857.

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Sparks, Paul, Jesse Sherburn, William Heard, and Brett Williams. Penetration modeling of ultra‐high performance concrete using multiscale meshfree methods. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41963.

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Terminal ballistics of concrete is of extreme importance to the military and civil communities. Over the past few decades, ultra‐high performance concrete (UHPC) has been developed for various applications in the design of protective structures because UHPC has an enhanced ballistic resistance over conventional strength concrete. Developing predictive numerical models of UHPC subjected to penetration is critical in understanding the material's enhanced performance. This study employs the advanced fundamental concrete (AFC) model, and it runs inside the reproducing kernel particle method (RKPM)
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